2026-MPW-171_-_ConstructionPlans.pdf

PDF 8 MB Posted Aug 4, 2026

Attached to: Ski Park Bridge
Solicitation number: 2026-MPW-171
Issued by: Pierce County, Washington

About this file

Written by GovTribe AI · Aug 6, 2026

This construction plans document, prepared by Pierce County's Office of the County Engineer in Washington, details the replacement of bridge #PRT27195-E on the Foothills Trail near Carbon River Ski Park. The project involves constructing a 202-foot-long, two-span prestressed concrete girder bridge with three drilled shaft foundations across an unnamed stream in a forested drainage area. The scope of work encompasses bridge construction, trail improvements, clearing and grubbing operations, roadway excavation and embankment compaction, temporary stream diversion, fish exclusion structures, a mitigation channel connecting the existing unnamed stream to an adjacent wetland, erosion control measures, planting and restoration work, and permanent signage and traffic control. The plans specify WF39DG prestressed concrete girders, elastomeric bearing pads, precast concrete curbs, timber railings, gravity block wall construction, and a waterproof membrane with hot mix asphalt overlay. Work includes 148 linear feet of 5-foot diameter drilled shafts, 45 cubic yards of concrete for the substructure, 410 linear feet of bridge railing, 65 tons of hot mix asphalt, expansion joint systems, and extensive environmental controls including 720 square yards of stabilized construction entrance and 650 linear feet of silt fence.

The project incorporates substantial environmental restoration and mitigation requirements, including 1,044 slough sedge plugs, 87 each of salmonberry, red osier dogwood, and Pacific willow plantings, 21 each of western redcedar and Sitka spruce trees, 1,200 square yards of straw mulch, and 100 square yards of hand seeding and fertilizing. Construction is designed in accordance with 2024 AASHTO LRFD Bridge Design Specifications and the 2026 Washington State Department of Transportation Standard Specification for Road, Bridge, and Municipal Construction. The structure is designed for construction vehicles with a maximum gross vehicle weight of 27 tons, with pedestrian design loads of 90 PSF or 22-ton maintenance vehicles. The plans indicate concrete specifications of Class 4000 throughout with ASTM A615 Grade 60 reinforcement and 1.5-inch concrete cover. Stream work activities are restricted to specific dates identified in the Hydraulic Project Approval included in contract documents. The project requires coordination with the Pierce County Parks Department for traffic control on the Foothills Trail detour route onto South Prairie Carbon River Road East during construction.

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2026-MPW-171_-_Contract.pdf	PDF	Aug 4, 2026
2026-MPW-171_-_Proposal.pdf	PDF	Aug 4, 2026

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BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

P-111399

PROJECT PLANS

LOCATION MAP

VICINITY MAP

E R

OUTE

OTHILL

S T

RAIL

BEGIN PROJECT

P-111399

END PROJECT

P-111399

PROJECT LOCATION

1 COVER SHEET

2 LEGEND

3 SUMMARY OF QUANTITIES

4 TRAIL SECTIONS

5 PLAN & PROFILE

6 STAGING PLAN

7 MITIGATION CHANNEL PLAN

8 PLANTING PLAN

9 FOUNDATION PLAN AND CONSTRUCTION SEQUENCE

10 DRILLED SHAFT DETAILS

11 PIER 1 AND 3 DETAILS

12 PIER 2 DETAILS

13 GIRDER STOP DETAILS

14 BEARING DETAILS

15 FRAMING PLAN

16 - 18 GIRDER DETAILS

19 DIAPHRAGM DETAILS

20 SEISMIC RESTRAINER DETAILS

21 EXPANSION JOINT DETAILS

22 PRECAST CURB DETAILS

23 RAILING DETAILS

24 GRAVITY BLOCK WALL DETAILS

25 REBAR LIST

INDEX

CARBON RIVER

SKI

PARK

LAKE

SOUTH PRAIRIE

CREEK RD E

UTH PRAIRIE

CARBON RIVER RD E

Office of the County Engineer Know what's below.

before you dig.Call

NOTE: THIS PLAN SET WAS DEVELOPED ELECTRONICALLY UNDER THE DIRECT SUPERVISION OF THE LICENSED PROFESSIONALS THAT HAVE AFFIXED THEIR SIGNATURE TO THIS PAGE. THIS SHEET SERVES AS THE CERTIFICATION BY THE ABOVE LICENSED PROFESSIONALS OF ALL SHEETS IN THIS

PLAN SET WHERE THEIR STAMPS AND SIGNATURES APPEAR.

AS A LICENSED PROFESSIONAL IN DIRECT RESPONSIBLE

CHARGE OF DEVELOPING THIS CONTRACT, I CERTIFY

THAT ALL PLANS THAT CONTAIN MY STAMP HAVE BEEN

DEVELOPED UNDER MY SUPERVISION.

AS A LICENSED PROFESSIONAL IN DIRECT RESPONSIBLE

CHARGE OF DEVELOPING THIS CONTRACT, I CERTIFY

THAT ALL PLANS THAT CONTAIN MY STAMP HAVE BEEN

DEVELOPED UNDER MY SUPERVISION.

AS A LICENSED PROFESSIONAL IN DIRECT RESPONSIBLE

CHARGE OF DEVELOPING THIS CONTRACT, I CERTIFY

THAT ALL PLANS THAT CONTAIN MY STAMP HAVE BEEN

DEVELOPED UNDER MY SUPERVISION.

PROJECT LICENSED PROFESSIONAL CERTIFICATES

APPROVED BY:

LETTICIA M. NEAL, P.E.

COUNTY ENGINEER

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SURFACE FEATURES

STRUCTURE

CREEK / DITCH

EDGE OF WATER

ASPHALT

TOE OF SLOPE

TOP OF BANK

WETLAND

ORDINARY HIGH WATER

TOPOGRAPHY SYMBOLS

TREE (DECIDUOUS)

TRAFFIC SIGNS/SIGNALIZATION

TRAFFIC SIGN SINGLE POST

POWER (ELECTRICAL)

UTILITY POLE

UTILITY POLE ANCHOR

TELEPHONE/COMMUNICATIONS

TOWER

CONSTRUCTION

PAVING

STABILIZED CONSTRUCTION ENTRANCE

ENVIRONMENTAL

WETLAND (EXISTING)

RIGHT-OF-WAY/SURVEY

CENTERLINE / CONTROL

RIGHT-OF-WAY

UTILITIES

POWER (AERIAL)

STORM DRAINAGE (SIZE & TYPE AS NOTED)

CUSTOM

CLEARING & GRUBBING LIMITS

FILL LINE

SILT FENCE

GENERAL SYMBOLS

PARCEL OWNER INFORMATION

AssessorParcel# OwnerLastName OwnerFullName

SiteAddress

UTILITY SYMBOLS

EXISTING PROPOSED DESCRIPTION

SURFACE FEATURE SYMBOLS

EXISTING PROPOSED DESCRIPTION

LINETYPES

EXSTISTING PROPOSED DESCRIPTION

HATCH PATTERNS

OHW

12 FT 14 FT 4 FT

3T 7T 6T 6T

SURVEY CONTROL

DATUM

HORIZONTAL: NAD 83 2011 & WSPC SOUTH ZONE.

VERTICAL: NAVD 88 (GEOID 12 B)

A PROJECT BASIS OF BEARING OF N23°00' 58"E BETWEEN CONTROL POINTS 100 AND 101, POINT 100 IS A NAIL AND FLASHER LOCATED 380 FEET +/- SOUTH OF BRIDGE AT WEST EDGE OF TRAIL. POINT 101 IS A NAIL AND FLASHER LOCATED 406' +/- NORTH OF BRIDGE AT EAST EDGE OF TRAIL.

PROJECT BENCHMARK

TBM "A": CONTROL POINT 100, NAIL AND FLASHER LOCATED 380 FEET +/- SOUTH OF BRIDGE AT WEST EDGE OF TRAIL.

ELEV.=306.41' (NAVD 88)

PROJECT CONTROL FRAMEWORK

ALL DATA SHOWN IN PROJECT ARE GROUND MEASUREMENTS.

A COMBINED SCALE FACTOR OF: 0.9999444406876 AND A TRANSLATION OF +328083.33USF WAS APPLIED TO THE ALL COORDINATE VALUES.

SURVEYED BY: J. JAMES/T. McMILLEN DRAWN BY: T. McMILLEN

CHECKED BY: S. COOK

COMPILED BY: T. FREDSON

PROPERTY LINES OF THE ADJACENT PARCELS SHOWN ON THESE PLANS ARE APPROXIMATE AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY.

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

LEGEND

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

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LEGEND

IDENTIFIES SECTION, VIEW OR DETAIL

TAKEN OR SHOWN ON SHEET 17

TAKEN OR SHOWN ON THE SAME SHEET

B-# BORING LOCATION

(SEE GEOTECHNICAL REPORT FOR ALL

BORING LOCATIONS)

GENERAL BRIDGE NOTES:

1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION DATED 2026 AND AMENDMENTS.

2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2024 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 10TH EDITION (2024), AASHTO DESIGN OF PEDESTRIAN BRIDGES WITH 2015 REVISIONS, AND AASHTO LRFD SEISMIC BRIDGE DESIGN, 3RD EDITION.

3. UNLESS NOTED OTHERWISE ON THE PLANS, ALL CAST IN PLACE CONCRETE SHALL BE CLASS 4000 AND ALL REINFORCEMENT BAR SHALL BE ASTM A615

GRADE 60.

4. UNLESS NOTED OTHERWISE ON THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY

REINFORCEMENT BAR SHALL BE 1 12" .

5. ALL DIMENSIONS ARE HORIZONTAL OR VERTICAL UNLESS OTHERWISE SHOWN.

6. UNLESS NOTED OTHERWISE ON THE PLANS, ALL EXTERIOR CORNERS AND EDGES SHALL HAVE A 3 4" CHAMFER AND ALL INTERIOR CORNERS SHALL HAVE

A 3 4" FILLET.

7. THIS STRUCTURE HAS BEEN DESIGNED FOR CONSTRUCTION VEHICLES WITH A MAXIMUM GROSS VEHICLE WEIGHT (GVW) AS FOLLOWS:

27 TON MAX. DUMP TRUCK CLOSELY FOLLOWED BY 20 TON MAX. PAVER.

THIS IS THE MAXIMUM LOAD ALLOWED PER SPAN. CONTRACTOR TO ENSURE THAT ALL CONSTRUCTION VEHICLES USED ON THE BRIDGE DO NOT EXCEED THESE LOADING CONDITIONS. IN ADDITION, STORAGE OF MATERIALS ON THE BRIDGE SHALL BE LIMITED TO ENSURE THESE LOADING

CONDITIONS ARE NOT EXCEEDED.

P.C. GIRDERS (WF39DG)

DESIGN LOAD: 90 PSF PEDESTRIAN LOAD

22 TON MAINTENANCE VEHICLE (LOADED) SHOWN BELOW

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Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

SUMMARY OF QUANTITIES

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

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ITEM

NO.

TOTAL

QUANTITY

SUB-TOTAL

SECTION

1-07.2(1)

STANDARD

SPECS

SUB-TOTAL

SECTION

1-07.2(2)

STANDARD

SPECS

UNIT ITEM

PREPARATION

1 LUMP SUM LUMP SUM L.S. MOBILIZATION

2 LUMP SUM LUMP SUM L.S. CLEARING AND GRUBBING

3 EST. 25,000 EST. 25,000 DOLLAR REMOVING SHAFT OBSTRUCTIONS

4 LUMP SUM LUMP SUM L.S. REMOVING EXISTING BRIDGE NO. PRT27195-E

GRADING

5 10 10 C.Y. ROADWAY EXCAVATION INCL. HAUL

6 55 55 C.Y. EMBANKMENT COMPACTION

DRAINAGE

7 100 100 C.Y. CHANNEL EXCAVATION INCL. HAUL

8 LUMP SUM LUMP SUM L.S. TEMPORARY STREAM DIVERSION

9 LUMP SUM LUMP SUM L.S. FISH EXCLUSION

STRUCTURE

10 140 140 C.Y. STRUCTURE EXCAVATION CLASS A INCL. HAUL

11 LUMP SUM LUMP SUM L.S. SHORING OR EXTRA EXCAVATION CL. A

12 40 40 C.Y. GRAVEL BACKFILL FOR WALL

13 148 148 L.F. CONSTRUCTING 5 FT. DIAM SHAFT

14 10,197 10,197 LB. ST. REINF. BAR FOR SUBSTRUCTURE

15 45 45 C.Y. CONC. CLASS 4000 FOR SUBSTRUCTURE

16 3 3 EACH QA SHAFT TEST

17 LUMP SUM LUMP SUM L.S. SUPERSTRUCTURE NO. PRT27195-E

18 39 39 L.F. EXPANSION JOINT SYSTEM COMPRESSION SEAL - SUPERSTR.

19 277 277 S.Y. WATERPROOF MEMBRANE BR. NO. PRT27195-E

20 410 410 L.F. BRIDGE RAILING

21 410 410 L.F. PRECAST CONC. CURB

SURFACING

22 15 15 TON CRUSHED SURFACING BASE COURSE

HOT MIX ASPHALT

23 63 63 L.F. HMA JOINT SEAL AT BRIDGE END

24 65 65 TON HMA CL. 1/2 IN. PG 58H-22

EROSION CONTROL AND ROADSIDE PLANTING

25 20 20 DAY ESC LEAD

26 720 720 S.Y. STABILIZED CONSTRUCTION ENTRANCE

27 650 650 L.F. SILT FENCE

28 EST. 5,000 EST. 5,000 DOLLAR EROSION/WATER POLLUTION CONTROL

29 100 100 S.Y. SEEDING AND FERTILIZING BY HAND

30 150 150 S.Y. TOPSOIL TYPE A

31 21 21 EACH PSIPE WESTERN RED CEDAR (THUJA PLICATA) 2 GAL.

32 21 21 EACH PSIPE SITKA SPRUCE (PICEA SITCHENSIS) 2 GAL.

33 87 87 EACH PSIPE SALMONBERRY (RUBUS SPECTABILIS) 1 GAL.

34 87 87 EACH PSIPE RED OSIER DOGWOOD (CORNUS SERICEA) 1 GAL.

35 87 87 EACH PSIPE PACIFIC WILLOW (SALIX LASIANDRA) 1 GAL.

36 1,044 1,044 EACH PSIPE SLOUGH SLEDGE (CAREX OBNUPTA) PLUG

37 303 303 EACH BARK OR WOOD CHIP MULCH RINGS

38 1,200 1,200 S.Y. STRAW MULCH

ITEM

NO.

TOTAL

QUANTITY

SUB-TOTAL

SECTION

1-07.2(1)

STANDARD

SPECS

SUB-TOTAL

SECTION

1-07.2(2)

STANDARD

SPECS

UNIT ITEM

TRAFFIC

39 LUMP SUM LUMP SUM L.S. PERMANENT SIGNING

40 LUMP SUM LUMP SUM L.S. PROJECT TEMPORARY TRAFFIC CONTROL

41 EST. 1,250 EST. 1,250 DOLLAR WORK ZONE SAFETY CONTINGENCY

OTHER ITEMS

42 LUMP SUM LUMP SUM L.S. UTILITY COORDINATION

43 LUMP SUM LUMP SUM L.S. STRUCTURE SURVEYING

44 LUMP SUM LUMP SUM L.S. ROADWAY SURVEYING

45 LUMP SUM LUMP SUM L.S. GRAVITY BLOCK WALL

46 LUMP SUM LUMP SUM L.S. TRIMMING AND CLEANUP

47 EST. 5,000 EST. 5,000 DOLLAR REIMBURSEMENT FOR THIRD PARTY DAMAGE

48 EST. 5,000 EST. 5,000 DOLLAR MINOR CHANGE

49 LUMP SUM LUMP SUM L.S. SPCC PLAN

50 LUMP SUM LUMP SUM L.S. FDC PLAN

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GENERAL NOTES:

1. WARP ROADWAY SECTION TO TRANSITION FROM BRIDGE OVERLAY

SLOPE TO EXISTING TRAIL SLOPE AT THE MATCH POINT.

2. DEPTH OF HMA SHALL BE 4" AT THE BRIDGE CENTERLINE.

3. WARP HMA SURFACE FOR SMOOTH TRANSITION AT CURB SCUPPERS.

SURFACING LEGEND:

WATERPROOF MEMBRANE BR. NO. PRT27195-E

HMA CL.1/2 IN. PG58H-22 - 0.25' COMPACTED DEPTH

HMA CL.1/2 IN. PG58H-22 - DEPTH VARIES (SEE NOTE 2)

CRUSHED SURFACING BASE COURSE - 0.50' COMPACTED DEPTH

EMBANKMENT COMPACTION - DEPTH VARIES

NATIVE MATERIAL OR GRAVEL BACKFILL FOR WALL - DEPTH VARIES

TOPSOIL TYPE A - 0.17 COMPACTED DEPTH

SEEDING AND FERTILIZING BY HAND

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

TRAIL SECTIONS

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

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L IAM J . FRARE

TRAIL SECTION

STATION A

STA "A" 2+15.00 TO STA "A" 2+30.03 11.0' TO 12.0'

STA "A" 4+34.69 TO STA "A" 4+50.00 11.8' TO 12.0'

BRIDGE SECTION

STA "A" 2+30.03 TO STA "A" 4+34.69

CONST

SEE NOTE 1

1% 1%

2 4

SEE CURB AND RAILING SHEETS 22 - 23

SEE STRUCTURE SHEETS 9 - 25

8 7

SEE NOTE 1

SEE NOTE 3 (TYP.)

5 5

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6'6'

ALTERNATE SHOULDER SECTION

STA "A" 2+25.11 TO STA "A" 2+30.02

STA "A" 4+34.69 TO STA "A" 4+39.61

GRAVITY BLOCK WALL

SEE SHEET 24 FOR DETAILS

7 8

SEE NOTE 2

EXISTING GROUND

SEE SHEET 24 FOR BACKFILL MATERIAL DETAILS

SLOPE TO EXCAVATION DAYLIGHT LIMITS,

3H:1V OR FLATTER

SLOPE TO EXCAVATION DAYLIGHT LIMITS,

3H:1V OR FLATTER

EXISTING GROUND

1+90 2+00 3+00 4+00 4+70

OHW

4.01% -4.26%0.70% -0.70%

I S

I E

I S

I E

I S

I E

I S

I E

I S

I E

BRIDGE SECTION

SEE STRUCTURE SHEETS 9 -25

EXISTING BRIDGE TO BE REMOVED

TRAIL

SECTION

TRAIL

SECTION

TSTSTSTSTS

TS TS TS TS

TB TB

TBTBTB

FOOTHILLS TRAIL

''A'' LINE = CONSTRUCTION ℄B1 B2

OHW

WLWLWLWLWL

W L

WLWLWL

W L

END PROJECT

STA ''A'' 4+50.00

BEGIN PROJECT

STA ''A'' 2+15.00

2+00 3+00 4+00

202'-0" BETWEEN FACES OF ABUTMENT BACKWALLS

0 10 2010

SCALE IN FEET

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

PLAN & PROFILE

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

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U N

STREAM

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TS TS TS TS

TSTSTSTS

TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TSTS TS TS TS TS TS TS TS TS TS TS TS TS TS TS

TS TS TS

TS TS

TS TS TS TS

TB TB TB

TB TB

TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB

TB TB TB TB TB TB TB TB

TBTBTBTB

TBTB

TBTBTB

TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB

P P P P P P P P P P P P P P P P P P P

OHW

OHWOHWOHW

OHW

OHWOHW

TSTS TS TS TS TS TS TS TS TS TS

TBTBTB

TBTB

WL WL WL WL

WLWLWL

W L

WLWL

WLWLWLWL

WL WL WL WL WL

W L

SF SF SF SF SF

SFCG

CG CG CG CG CG CG

FOOTHILLS TRAIL

''A'' LINE = CONSTRUCTION ℄

BEGIN SILT FENCE

STA ''A'' 2+15.00 (11.79' RT)

BEGIN SILT FENCE

STA ''A'' 2+15.00 (14.86' LT)

END SILT FENCE

STA ''A'' 2+20.74 (66.45' RT)

END SILT FENCE

STA ''A'' 4+50.00 (16.82' LT)

BEGIN SILT FENCE

STA ''A'' 4+50.00 (16.78' RT)

END SILT FENCE

STA ''A'' 6+18.35 (67.25' RT)

SOUTH PRAIRIE CARBON

RIVER ROAD EASTCONST. ENTRANCE ℄

STA ''A'' 2+66.46 (66.52' RT)

CONST. ENTRANCE ℄

STA ''A'' 3+32.36 (44.56' RT)

CONST. ENTRANCE ℄

STA ''A'' 4+29.19 (44.56' RT)

CONST. ENTRANCE ℄

STA ''A'' 5+71.32 (68.08' RT)

CONST. ENTRANCE ℄

STA ''A'' 2+29.65 (66.50' RT)

PIERCE CO

TY PARKS PRO

PERTY

PIERCE CO

U N

TY RIGHT O

F W

SDO

T RIGHT O

F W

BEGIN CLEARING AND GRUBBING

STA ''A'' 2+15.00 (5.52' LT)

BEGIN CLEARING AND GRUBBING

STA ''A'' 2+15.00 (5.43' RT)

BEGIN CLEARING AND GRUBBING

STA ''A'' 2+21.81 (66.45' RT)

BEGIN CLEARING AND GRUBBING

STA ''A'' 4+50.00 (5.91' LT)

BEGIN CLEARING AND GRUBBING

STA ''A'' 4+50.00 (5.90' RT)

BEGIN CLEARING AND GRUBBING

STA ''A'' 6+18.11 (68.22' RT)

2+00 3+00 4+00 5+00 6+00 7+00

2H:1V

CONST. ENTRANCE

PERMEABLE BALLAST - 1'-0" MIN. DEPTH

7.5'

CONSTRUCTION GEOTEXTILE

FOR SOIL SEPARATION

SILT FENCE (TYP.)

7.5'

2H:1V

EXISTING GROUND

1' (TYP.)

STABILIZED CONSTRUCTION ENTRANCE SECTION

CLEARING AND

GRUBBING LIMIT (TYP.)

ORDINARY

HIGH WATER

LIMITS

SILT FENCE SHALL NOT

ENCROACH INTO THE

ORDINARY HIGH WATER

LIMITS

0 20 4020

SCALE IN FEETGENERAL NOTES:

1. FOR GENERAL CLEARING AND GRUBBING, SEE SPECIAL PROVISION "CLEARING, GRUBBING,

AND ROADSIDE CLEANUP" SECTION 3-01. FOR CLEARING AND GRUBBING WITHIN THE LIMITS

OF THE STABILIZED CONSTRUCTION ENTRANCE, SEE SPECIAL PROVISION "STABILIZED

CONSTRUCTION ENTRANCE."

2. STRAW MULCH SHALL BE PLACED ON ALL DISTURBED AREAS AS DIRECTED BY THE ENGINEER.

3. ALL DISTURBED AREAS SHALL BE PLANTED OR SEEDED AS DIRECTED BY THE ENGINEER.

4. SEE PIERCE COUNTY STANDARD DRAWINGS:

- PC.L2.1 "SILT FENCE"

- PC.M2.3 "STRAW MULCH"

5. DURING CONSTRUCTION, FOOTHILLS TRAIL PEDESTRIAN TRAFFIC WILL DETOUR ONTO SOUTH

PRAIRIE CARBON RIVER ROAD EAST. PIERCE COUNTY PARKS DEPARTMENT WILL INSTALL AND

MAINTAIN ALL TRAFFIC CONTROL SIGNS AND DEVICES FOR THE FOOTHILLS TRAIL DETOUR

ROUTE. ALL OTHER TRAFFIC CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED BY

THE CONTRACTOR.

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

STAGING PLAN

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

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TS TS

OHW

WLWL

W L

WLWLWL

3+00 4+00

FOOTHILLS TRAIL

''A'' LINE = CONSTRUCTION ℄

BEGIN CHANNEL

STA ''A'' 2+54.56 (32.08' RT)

CHANNEL STA 1+15.00

END CHANNEL

STA ''A'' 3+89.51 (27.68' RT)

CHANNEL STA 2+53.33

SEE NOTE 1

1+00 2+00 2+60

0.59%

I S

I E

I S

I E

EXISTING GROUND

FINISHED GRADE OF

CREEK BOTTOM

EXISTING WETLAND LOW POINTMATCH UNNAMED

STREAM ELEVATION

MITIGATION CHANNEL SECTION

2'2'

2H:1V

CHANNEL

2H:1V

EXISTING GROUND

ELEVATION SHOWN ON CHANNEL PROFILE

0 10 2010

SCALE IN FEET

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

MITIGATION CHANNEL PLAN

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

CHANNEL ALIGNMENT

POINT # "A" STATION OFFSET

1 2+19.56 32.08' RT

2 2+36.17 34.85' RT

3 2+60.52 26.85' RT

4 2+85.92 30.80' RT

5 3+10.36 22.80' RT

6 3+23.06 24.77' RT

7 3+54.51 27.68' RT

PLAN VIEW

CHANNEL PROFILE

ALONG CHANNEL CENTERLINE

U N

STREAM

GENERAL NOTES:

1. WORK TO CONNECT THE MITIGATION CHANNEL TO THE UNNAMED

STREAM SHALL ONLY OCCUR DURING THE DATES IDENTIFIED IN THE

HYDRAULIC PROJECT APPROVAL PROVIDED IN THE CONTRACT

DOCUMENTS.

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TS TS

TSTS

TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TSTS TS TS TS TS TS TS TS TS TS TS TS TS TS

TS TS TS

TS TS

TS TS TS

TB TB

TB TB TB TB TB TB TB TB TB TB TB TB TB TB

TB TB TB TB TB TB TB

TBTB

TBTBTB

TBTB

TBTBTB

TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB

TS TS TS TS TS TS TS TS TS

WL WL WL WL

WLWLWL

WLWL

F F

F F F F F

2+00 3+00 4+00 5+00 6+00

FOOTHILLS TRAIL

''A'' LINE = CONSTRUCTION ℄

SOUTH PRAIRIE CARBON

RIVER ROAD EAST

SEE NOTE 4

10' (SEE NOTE 5)

SPACING

PER TABLE

E60°

NOTES:

1. START FIRST ROW OF PLANTING

AT 1/2 THE PERPENDICULAR

SPACING BETWEEN ROWS.

2. ALL PLANT SPACING SHALL BE

EQUIDISTANT UNLESS OTHERWISE

SPECIFIED.

TRIANGULAR SPACING DETAIL

NOT TO SCALE

1.5X WIDTH OF

ROOT BALL

" M

E A

SHRUB/TREE PLANTING DETAIL

NOT TO SCALE

ROOT CROWN OF ROOT LEVEL WITH OR

JUST ABOVE FINISHED GRADE

BARK OR WOOD CHIP MULCH RING.

TAPER MULCH TO STEM OF SHRUB SUCH

THAT MULCH DOES NOT TOUCH THE STEM

FINISHED GRADE

LOOSEN ROOTBALL BEFORE

PLANTING

BREAK UP SIDES AND BOTTOMS

OF PLANTING PIT TO ALLOW FOR

ROOT PENETRATION

COMPACT SUBGRADE BELOW ROOT BALL TO

ENSURE THAT ROOT FLARE WILL NOT SETTLE

BELOW GROUND LINE

NATIVE GROUND

START POINT

PLUG PLANTING DETAIL

NOT TO SCALE

ROOT CROWN OF ROOT LEVEL WITH OR

JUST ABOVE FINISHED GRADE

PLANT ROOTS TO BE STRAIGHT &

UNDAMAGED BY INSTALLATION

NATIVE SOIL

MINIMUM BURIAL 6"

INTO NATIVE SOIL

FINISHED GRADE

TAMP FIRMLY TO

ELIMINATE AIR POCKETS

IN PLANTING HOLE

NOTES:

1. CREATE PLANTING HOLE BY DRIVING STEEL SPIKE

INTO SOIL & WORKING SPIKE TO WIDEN HOLE.

2. PLANT AFTER FALL RAINS HAVE DAMPENED SOIL

UNLESS DIRECTED OTHERWISE.

0 20 4020

SCALE IN FEET

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

PLANTING PLAN

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

PLANT SCHEDULE

TYPE COMMON NAME LATIN NAME SIZE SPACING* PLANTING AREA QUANTITY

HERBACEOUS SLOUGH SEDGE CAREX OBNUPTA PLUG 1 FT. O.C. A 1,044

TREE WESTERN REDCEDAR THUJA PLICATA 2-GALLON 12 FT. O.C.

B 18

SEE NOTES 5 & 6 3

TREE SITKA SPRUCE PICEA SITCHENSIS 2-GALLON 12 FT. O.C.

B 18

SEE NOTES 5 & 6 3

SHRUB SALMONBERRY RUBUS SPECTABILIS 1-GALLON 5.5 FT. O.C.

B 54

C 33

SHRUB RED OSIER DOGWOOD CORNUS SERICEA 1-GALLON 5.5 FT. O.C.

B 54

C 33

SHRUB PACIFIC WILLOW SALIX LASIANDRA 1-GALLON 5.5 FT. O.C.

B 54

C 33

PLANTING NOTES:

1. ALL DISTURBED AREAS FOR STAGING AND ACCESS AND OTHER

CONSTRUCTION ACTIVITIES SHALL BE PLANTED AS DIRECTED BY THE

ENGINEER.

2. ALL DISTURBED AREAS OUTSIDE STAGING AND ACCESS LIMITS SHALL BE

GRADED AS DIRECTED BY THE ENGINEER.

3. CONTRACTOR SHALL REMOVE ALL INVASIVE SPECIES (REED CANARY

GRASS AND BLACKBERRY BUSHES) WITHIN THE PROJECT LIMITS AS

DIRECTED BY THE ENGINEER.

4. ALL PLANTING SHALL BE OUTSIDE THE TOP OF BANK LIMITS OF THE

WETLAND MITIGATION CHANNEL.

5. TREES SHALL NOT BE PLANTED WITHIN 10 FEET OF THE BRIDGE OR THE

EDGE OF PAVEMENT OF SOUTH PRAIRIE CARBON RIVER ROAD EAST.

6. ADDITIONAL TREES TO BE PLANTED WITHIN CLEARING AND GRUBBING

LIMITS AS DIRECTED BY THE ENGINEER.

PLANTING LEGEND

PLANTING AREA A

PLANTING AREA B

PLANTING AREA C

* SPACING IS APPROXIMATE. FINAL LOCATION AND SPACING OF PLANTS TO BE DETERMINED BY THE ENGINEER AS NECESSARY.

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FOUNDATION PLAN

"A" LINE N 21° 16' 45" E

BRIDGE CENTERLINE

7°

5" W

℄ PIER 1

SEE SHEET 11

℄ PIER 2

SEE SHEET 12

℄ PIER 3

SEE SHEET 11

7°

5" W

7°

5" W

3'-0"

7' -3

'-6

7' -3

-3

'-6

7' -3

3'-0" 3'-0" 3'-0"3'-0" 3'-0"

1'-4"1'-4"

7' -3

-3

'-6

℄ PIER 1

STA "A" 2+33.03

℄ PIER 3

STA "A" 4+31.69

℄ PIER 2

STA "A" 3+32.36

90°

DRILLED SHAFT (TYP.)

SEE SHEET 10.

BACKFILL PLACEMENT DETAIL

PIER 1 & 3 PIER 2

1'-0" (TYP.)

2H:1V

NATIVE BACKFILL

2H:1V

GRAVEL BACKFILL

FOR WALL

STRUCTURE

EXCAVATION CLASS

A LIMITS.

SEE ADDITIONAL

EXCAVATION AND

GRADING DETAILS

ON SHEET 24.

3'-0"

EXISTING

GROUND

EXISTING GROUND

TRAIL SECTION

FINISHED

GRADE

FINISHED

GRADE

NATIVE BACKFILL

CONSTRUCTION SEQUENCE - SUPERSTRUCTURE

STAGE 4 - PLACE WATERPROOF MEMBRANE AND ASPHALT OVERLAY AND INSTALL RAILING

STAGE 2 - CAST DIAPHRAGMS

INSTALL TEMPORARY BRACING FOR DIAPHRAGMS IN ACCORDANCE WITH STD. SPEC. SECTION 6-02.3(17)F5

STAGE 1 - SET GIRDERS IN PLACE

INSTALL TEMPORARY BRACING FOR ERECTION IN ACCORDANCE WITH STD. SPEC. SECTION 6-02.3(17)F4

STAGE 3 - INSTALL PRECAST CURB

℄ PIER 2℄ PIER 1 ℄ PIER 3

ELASTOMERIC BEARING PAD

(TYP. ALL PIERS)

INTERMEDIATE DIAPHRAGM (TYP.)END DIAPHRAGM (TYP.)

℄ PIER 2℄ PIER 1 ℄ PIER 3PLACE PRECAST CURBS

℄ PIER 2℄ PIER 1 ℄ PIER 3INSTALL WATERPROOF MEMBRANE AND

ASPHALT OVERLAY AFTER WELD TIES ARE

COMPLETED AND KEYWAYS ARE GROUTEDINSTALL RAILING TO CURB

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

FOUNDATION PLAN AND CONSTRUCTION SEQUENCE

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

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ELEVATION

SEE DETAIL

21 2" W

O N

O R

- 6

" C

. M

" M

11 2"

ELEV = 255.12 (PIER 1)

ELEV = 250.80 (PIER 2)

ELEV = 250.12 (PIER 3)

ELEV = 301.12 (PIER 1&3)

ELEV = 301.80 (PIER 2)

N S

N G.

N D

A N

U N

S O

N G

E N

SEE DETAIL

℄ SHAFT

CONSTRUCTION JOINT WITH

ROUGHENED SURFACE

APPROXIMATE GROUND LINE

AFTER EXCAVATION

ACCESS TUBE. CUT TO TOP OF SHAFT UPON

COMPLETING SHAFT CONSTRUCTION

SECTION

CENTRALIZER DETAIL

SEE NOTES 4, 5, 6 AND 7

℄ SHAFT

TEMPORARY CASING,

SEE NOTE 3.

5'-0" SHAFT

48" REINFORCEMENT

CAGE OUTSIDE DIAMETER

SEE CENTRALIZER DETAIL THIS SHEET.

BUNDLED OR #11

OR SPIRALACCESS TUBES (TYP.)

SEE STD. SPECIFICATION 6-19

FOR NUMBER, MATERIAL, AND

INSTALLATION REQUIREMENTS

TIE TO VERT. BARS

SEE NOTE 6

TIE TO VERT. BARS

SEE NOTE 6

BAR 3 x 14 (ASTM A 36)

4 (3

16)

4 (3 16)

TIE TO HORIZ. SPIRAL WRAPS

6" (T

TIE TO HORIZ. SPIRAL WRAPS

SEE NOTE 6

SPIRAL

BUNDLED #7

6" MIN. CLR.

9" MAX.

30" REINFORCEMENT

CAGE OUTSIDE DIAMETER

SEE NOTES 5 AND 7

DETAIL

SPIRAL TERMINATION

SPIRAL REINF. (TYP.)

BAR 3 x 14

" M

R = 21 2"

MIN. (TYP.)

SEE NOTE 2

R = 13

4" MIN. (TYP.)

WELDED SPLICE AT

END OF SPIRAL

SPIRAL

BAR

3 WRAPS

OF SPIRAL

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

DRILLED SHAFT DETAILS

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

GENERAL NOTES:

1. ALL REINFORCEMENT BAR SHALL BE ASTM A706 GRADE 60.

2. MINIMUM CONCRETE COVER MINUS 12".

3. SEE STD. SPEC. 6-19.3(3)B3 FOR TEMPORARY SLIP CASING.

4. SEE STD. SPEC. 6-19.3(5)B FOR SPACING REQUIREMENTS.

5. CENTRALIZERS SHALL BE EPOXY COATED OR PAINTED WITH PAINT CONFORMING TO

STD. SPEC. 9-08.1(2)C OR 9-08.1(2)F AFTER FABRICATION.

6. EACH LEG SHALL BE TIED TO TWO (2) VERTICAL BAR AND TWO (2) SPIRAL WRAPS OR

TWO (2) HOOPS.

7. CAGECASTER® REBAR CAGE SPACERS BY FOUNDATION TECHNOLOGIES MAY BE

USED IN LIEU OF DETAIL SHOWN. SPACING REQUIREMENTS SHALL BE PER THE

MANUFACTURERS RECOMMENDATIONS. EACH LEG SHALL BE TIED TO A MINIMUM

OF TWO (2) SPIRAL WRAPS OR HOOPS.

8. TEMPORARY CASING AS REQUIRED. EXCAVATION IN ADVANCE OF CASING TIP SHALL

NOT EXCEED 2 FEET.

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SECTION

LOOKING BACK ON STATIONING

SECTION

TYPICAL BOTH PIERS

2.0% 2.0%

P4 W1

SECTION

TYPICAL BOTH PIERS

SEE SHEET 20 FOR SEISMIC

RESTRAINER DETAILS.

PIER 1 & 3 PLAN

PIER 1 SHOWN, PIER 3 SIMILAR

℄ BEARING

℄ PIER 1 AND 3

14'-6"

6' -0

#6 - 22 SPA. @ 8" MAX. = 14'-2"

- 9

" M

'-8 " T

O P

2" CLR. (TYP.)

PIER 1 & 3 CROWN

ELEV = 304.77

℄ GIRDER B ℄ GIRDER A

FINISHED GRADE

ELEV = 304.20 (PIER 1)

ELEV = 303.00 (PIER 3)

1'-4"

℄ PIER AND BEARING

#6 #82" CLR.

6" CLR.

SEE SHEET 12 FOR GIRDER STOP DETAILS

#6 TIE

2" CLR.

1'-8" 3'-0"

SEE SHEET 10 FOR REINFORCEMENT DETAILS

℄ PIER 1 AND 3

& #6 - 22 SPA. @ 6" MAX. = 14'-2" N.F. & F.F.

ELEV = 301.12 (PIER 1 & 3)

- 3

#5 (TYP.)

W1 W3

3" EMBEDMENT

#5 #5P2

#4 TIE BARS.

SEE TIE BAR AND SPACING DETAILS ON SHEET 12.

SEE SHEET 22 FOR THRU

BOLT CONNECTION DETAILS

FOR PRECAST CURBS.

3' -7

SEE SHEET 14 FOR GROUT PAD

DETAILS AT BEARING LOCATIONS (TYP.)

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

PIER 1 AND 3 DETAILS

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

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SECTION

LOOKING BACK ON STATIONING

SECTION

TYPICAL BOTH PIERS

P11

2.0% 2.0%

P7 P8

P10

℄ PIER 2

PIER 2 CROWN ELEV = 305.45

FINISHED GRADE

ELEV = 303.80

(NORTH AND SOUTH FACES)

2" CLR.

6" CLR.

2" CLR.

#6 TIE

PIER 2 PLAN

℄ PIER

℄ PIER 2

℄ GIRDER B

℄ BEARING

14'-6"

6' -0

#6 - 29 SPA. @ 6" MAX. = 14'-2"

- 9 E

Q . S

'-8

" T

- 5 E

Q . S

'-8

" B O

2" CLR. (TYP.)

℄ GIRDER A

℄ GIRDER B ℄ GIRDER A

ELEV = 301.80

SEE SHEET 10 FOR REINFORCEMENT DETAILS

#6 TIE

3" EMBEDMENT

P8#5 #5P8

℄ PIER

℄ BEARING

1'-3"1'-3"

3'-0" (TYP.)

SEE SHEET 14 FOR GROUT PAD

DETAILS AT BEARING LOCATIONS (TYP.)

TYPICAL TIE HOOK DETAIL

1" CLR.

TIE BAR DETAIL

BEND TIE BAR AROUND

HORIZ. BAR & VERTICAL

BAR (ALTERNATE HOOK)

135 ° BEND WITH

STD. HOOK

VERTICAL BAR

90° BEND STD. HOOK

HORIZ. BAR

TIE SPACING DETAIL

APPROX 12" BASED

ON HORIZONTAL

BAR SPACING

APPROXIMATELY 24"

BASED ON VERTICAL

BAR SPACING

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

PIER 2 DETAILS

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

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SECTION

EXTERIOR GIRDER STOP

SECTION

INTERIOR GIRDER STOP

G1 G2

G4 2.0%

G1 G2

GIRDER STOP PLAN

TYPICAL ALL PIERS

℄ GIRDER

1' -4

1 2"

GIRDER STOP ELEVATION

TYPICAL ALL PIERS

℄ BEARING

1'-01

8" AT

PIER CROWN

4 EQ. SPA. #5 - 5 EQ. SPA.

#4 HOOPS

#5 #7

1' -2

1'-41

2" AT EDGE

OF PIER CAP

2" CLR.

2" CLR. (TYP.)

2" CLR.

#5 OR #7

#4 HOOPS

(TYP.)

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

GIRDER STOP DETAILS

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

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BEARING PAD DETAIL

LAMINATED ELASTOMERIC BRG. PAD

SECTION

8" 8"

1'-4"

℄ ELASTOMERIC STOP PAD

& BEARING ALONG PIER

℄ GIRDER

℄ PIER & BRG.

11"

5" 5"

GROUT PAD DETAIL

SECTION

14 GAGE (0.0747")

SHIMS (TYP.)

4" COVER

2" OUTER

LAYER (TYP.)

2" INNER

LAYER (TYP.)

4" RECESS

2" AT ℄ BEARING

2" RECESS

PLUMB

LEVEL

℄ GIRDER

8" GAP BETWEEN ELASTOMERIC

STOP PAD AND GIRDER (TYP.)

8" FROM FACE OF GIRDER TO

FACE OF GIRDER STOP (TYP.)

VARIES, SEE GIRDER STOP

DETAIL ON SHEET 12.

GIRDER STOP

SEE NOTE 1

CONSTRUCTION JOINT

WITH ROUGHENED

SURFACE

ELASTOMERIC

BEARING PADGIRDER ELEVATION

REFERENCE POINT -

SEE TABLE THIS PAGE

GROUT PAD

4" CHAMFER (TYP.)

2" THICK ELASTOMERIC STOP

PAD (TYP.) - SEE ELASTOMERIC

STOP PAD DETAIL THIS SHEET.

SEE NOTE 2.

GROUT PAD ELEVATION

ELASTOMERIC STOP PAD DETAIL

11"

ELASTOMERIC BEARING PAD (SEE DETAIL)

4" TO 11

2" MAX. (TYP.)

4" CHAMFER (TYP.)

ELASTOMERIC STOP PAD (TYP.)

℄ BEARING ALONG PIER

GROUT PAD

EMBED PLATE, SEE DETAILS ON

SHEET 17.

GIRDER STOP (TYP.)

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

BEARING DETAILS

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

GIRDER ELEVATIONS

GIRDER PIER 1 PIER 2 (SPANS 1 & 2) PIER 3

A 304.83 305.51 304.83

B 304.83 305.51 304.83

BEARING DESIGN TABLE (UNFACTORED)

DEAD LOAD REACTION 66 KIP

LIVE LOAD REACTION (W/O IMPACT) 53 KIP

UNLOADED HEIGHT 2.80 IN.

LOADED HEIGHT (DL) 2.78 IN.

SHEAR MODULUS AT 73° F 165 PSI

NUMBER OF SHIMS 4

NOTES:

1. GIRDER STOPS SHALL BE CONSTRUCTED AFTER GIRDER

PLACEMENT.

2. THE ELASTOMERIC GIRDER STOP PADS SHALL BE

BONDED TO THE GIRDER STOPS WITH AN APPROVED

ADHESIVE.

3. FINAL GROUT PAD ELEVATIONS MAY CHANGE BASED

UPON FINAL APPROVED GIRDER SHOP PLANS.

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PLAN VIEW

NOT TO SCALE

℄ BEARING PIER 1 &

END DIAPHRAGM

STA "A" 2+33.03

℄ PIER 2

STA "A" 3+32.36

℄ BEARING PIER 1 &

END DIAPHRAGM

STA "A" 4+31.69

℄ BEARING & END DIAPHRAGM

STA "A" 3+31.11

202'-0" BETWEEN FACES OF ABUTMENT BACKWALLS

℄ BRIDGE

N 21° 16' 45" E

7°

5" W

7°

5" W

GIRDER A

GIRDER B

GIRDER A

GIRDER B

98'-1" (SPAN 1) 98'-1" (SPAN 2)

'-0 " C

T O

C U

'-0

" O U

O U

SEE SHEET 22 - 23 FOR CURB AND RAILING DETAILS

℄ INTERMEDIATE DIAPHRAGM

STA "A" 2+82.07

℄ INTERMEDIATE DIAPHRAGM

STA "A" 3+82.65

BACK OF

ABUTMENT

BACKWALL

BACK OF EDGE

BEAM

BACK OF ABUTMENT

BACKWALL

BACK OF EDGE

BEAM

1'-8" (TYP.)

BACK OF EDGE BEAM BACK OF EDGE BEAM

℄ BEARING & END DIAPHRAGM

STA "A" 3+33.61

101'-0" FACE OF ABUTMENT BACKWALL TO ℄ PIER 2 101'-0" FACE OF ABUTMENT BACKWALL TO ℄ PIER 2

TYPICAL SECTION

LOOKING AHEAD ON STATIONING

WF39DG PRESTRESSED CONCRETE GIRDER (TYP.)

℄ GIRDER A ℄ GIRDER B

12'-0" CURB TO CURB

13'-0" OUT TO OUT

℄ BRIDGE

SEE SHEET 22 FOR CURB DETAILS

3'-3" (TYP.)

SEE SHEET 23 FOR RAILING DETAILS

1% 1%

ASPHALT OVERLAY

WITH WATERPROOF

MEMBRANE

PROFILE GRADE AND

PIVOT POINT

Pierce County Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

FOR DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

FRAMING PLAN

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

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2, T im e:

:0 8:

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3" Ø OPEN HOLE. ADJUST HOLE LOCATION VERTICALLY TO MISS

HARPED STRANDS. OMIT HOLES AND PLACE INSERTS ON THE

INTERIOR FACE OF EXTERIOR GIRDERS. PLACE HOLES AND

INSERTS PARALLEL TO DIAPHRAGM CENTERLINE. INSERTS SHALL

BE 1"Ø MEADOWBURKE MX-3 HI-TENSILE, 1"Ø MEADOWBURKE

FX-19 FERRULE INSERT, 1” Ø x 5 12" WILLIAMS F22 OPEN FERRULE INSERT, 1”Ø x 4 5 8” DAYTON-SUPERIOR F-62 FLARED THIN SLAB

FERRULE INSERT OR APPROVED EQUAL. APPLY APPROVED RETARDANT FOR 14" ETCH TO SIDE FORMS OR 14"

ROUGHENED SURFACE TREATMENT BY APPROVED MECHANICAL

METHOD. OMIT AT EXTERIOR FACE OF EXTERIOR GIRDERS.

MULTIPLE UNIT HOLD DOWN TO

STRADDLE HARPING POINT

GIRDER ELEVATION

℄ PICKUP FORCE ℄ INTERMEDIATE DIAPHRAGM

SEE FRAMING PLAN FOR LOCATIONS

SYMMETRICAL ABOUT ℄ GIRDER U.N.O.

C.G. TOTAL HARPED STRANDS

C.G. TOTAL STRAIGHT STRANDS

INSTALL LIFTING EMBEDMENTS IN ACCORDANCE WITH

STANDARD SPECIFICATION 6-02.3(25)L. REMOVE TO 1"

BELOW TOP OF GIRDER AND GROUT WITH APPROVED

EPOXY GROUT AFTER ERECTION.

TEXTURE TOP OF GIRDER IN

ACCORDANCE WITH STANDARD

SPECIFICATION 6-02.3(25)H

PROVIDE END TYPE

DETAILS IDENTIFIED IN

THE GIRDER SECTION

0.4 GIRDER LENGTH ± 1'-0" HARPING POINT

HARPED STRANDS BUNDLED

BETWEEN HARPING POINTS

HARPED STRANDS

SPLAYED

8" NORMAL

TO ℄ DIAPHRAGM

F O

1' -2

1 8"

71 2"

TOP FLANGE SOFFIT

5 6

7 8

9 10

1 27 27 21 25 31 23 29

45 46

39 37 35 33

3 9 15 11 17 13 19 420 14 18 12 16 10

830 24 32 26 22 28

34 36 38 40

VIEW

HARPED STRAND LOCATION SEQUENCE

SHALL BE AS SHOWN , ETC.1 2

SECTION

STRAIGHT STRAND LOCATION SEQUENCE

SHALL BE AS SHOWN , ETC.1 2

℄ GIRDER

TOP OF GIRDER

C.G. TOTAL HARPED STRANDS

ODD STRAND (MAY BE

ADJUSTED TO EITHER

SIDE OF WEB)

4" (M

F O

2" (T

16"7 SPA. @

2" = 1'-2"

2"7 SPA. @

2" = 1'-2"

16"2"

C.G. TOTAL

HARPED STRANDS

HARPED STRAND

BUNDLES (TYP.)

C.G. TOTAL

STRAIGHT

STRANDS

SECTION

REINFORCEMENT AND STRANDS NOT SHOWN

3' -3

6" 3"

51 8"

41 2"

3'-23 8"

1" CHAMFER

(TYP.)

SYMMETRICAL

ABOUT ℄ GIRDER

1'-41 8"

JOINT

1'-67 16"

SEE DETAIL (TYP.)

PLUMB TOP FLANGE

SOFFIT LEVEL (TYP.)

SEE KEYWAY DETAIL ON SHEET 17.

OMIT ON EXT. EDGE OF EXT.

GIRDER, TYP. BOTH SIDES

GIRDER PLAN

END 1 END 2

PLAN LENGTH

(ALONG GIRDER GRADE)

℄ BEARING RECESS

℄ SHIPPING SUPPORT LOCATION

℄ GIRDER

FACE OF WEB

EDGE OF BOTTOM

FLANGE BEARING RECESS

EDGE OF TOP FLANGE

AHEAD ON

STATIONING

1' -1

1" (T

℄ OF INTERMEDIATE DIAPHRAGM

6" Ø HOLE THROUGH TOP FLANGE. OMIT ON EXTERIOR SIDE OF

EXTERIOR GIRDER. ADJUST REINFORCEMENT AS REQUIRED (TYP.)

℄ BEARING RECESS

℄ SHIPPING SUPPORT LOCATION

Ɵ1

Ɵ2

1'-6" MIN.

3'-0" MAX.

℄ WELD TIE ℄ WELD

TIE

℄ WELD TIE

3" (TYP.)

(TYP.)

4'-0" MAX.

(TYP.)

SEE WELD TIE DETAIL SHEET 17.

OMIT ON EXT. SIDE OF EXT.

GIRDER (TYP.)

SLEEVE FOR PRECAST CURB ANCHOR (TYP.)

SEE NOTE 1

DETAIL

EXTERIOR EDGE OF

EXTERIOR GIRDERS

4" CHAMFER OR

0.6" HALF ROUND

DRIP GROOVE

SLEEVE FOR PRECAST

CURB ANCHORS.

SEE NOTE 1.

℄ SLEEVE

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

GIRDER DETAILS

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

GIRDER NOTES:

1. AT EXTERIOR SIDE OF EXTERIOR GIRDERS, PROVIDE MIN 11

8" I.D. SCH 40 HOT DIP

GALVANIZED SLEEVE FOR 1" THRU BOLTS THE ENTIRE LENGTH OF THE GIRDER

FOR CURB ATTACHMENT. SEE SHEETS 22 & 23 FOR SPACING AND LOCATION OF

SLEEVES.

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:1 0:

M B y:

DETAIL

PLAN

ELEVATION

BEARING RECESS AND BOTTOM FLANGE SPALL PROTECTION DETAIL

BEARING RECESS FORMS SHALL BE CONSTRUCTED AND FASTENED TO AVOID GIRDER

DAMAGE DURING STRAND RELEASE.

4" CHAMFER ON FLANGE

FOR SKEW ANGLE GREATER

THAN 15°.

2" EXPANDED POLYSTYRENE

FOR SKEW ANGLE GREATER

THAN 15°

4" CHAMFER ON WEB

FOR SKEW ANGLE

GREATER THAN 15°

SKEW ANGLE

BEARING WIDTH + 2" - SEE

BEARING DETAILS SHEET 14.

℄ BEARING RECESS

P1 OR P2

90°

GIRDER SLOPE

LEVEL (AFTER PLACING HMA)

2" EXPANDED

POLYSTYRENE FOR

SKEW ANGLE

GREATER THAN 15°

℄ BEARING RECESS

1 2"

END TYPE B

BEARING RECESS

3" Ø OPEN HOLE, SEE NOTE 3.

APPLY APPROVED

RETARDANT FOR 14" ETCH TO

SIDE FORMS OR 14"

ROUGHENED SURFACE

TREATMENT BY APPROVED

MECHANICAL METHOD.

OMIT AT EXTERIOR FACE OF

EXTERIOR GIRDERS.

℄ DIAPHRAGMLd

NORMAL TO ℄

DIAPHRAGM WIDTH VARIES NORMAL TO ℄ DIAPHRAGM.

SEE SHEET 19 FOR DETAILS

1' -4

CUT ALL STRANDS 1"

BELOW CONCRETE

SURFACE AND GROUT

WITH AN APPROVED

EPOXY GROUT.

BLOCKOUT AREA

EDGE OF DIAPHRAGM

FACE OF WEB

EDGE OF BOTTOM FLANGE

EDGE OF TOP FLANGE

TOP FLANGE

BLOCKOUT PARALLEL

TO ℄ DIAPHRAGM

END OF GIRDER

1" EMBEDMENT

3" FILLET

BLOCKOUT WEB ABOVE

TOP OF 3" FILLET

CONTRACTOR TO COORDINATE

HOT DIP GALVANIZED SLEEVES IN

TOP FLANGE REQUIRED FOR

ATTACHMENT OF PRECAST CURBS

ALTERNATE WELD TIE DETAILWELD TIE DETAILKEYWAY DETAIL

SYMMETRIC ABOUT ℄ JOINT

FILL KEYWAY WITH GROUT

FOAM BACKER ROD

21 8"

SYMMETRIC ABOUT ℄ JOINT

21 8"

16"

2" Ø x 4"

SMOOTH BAR

FILL KEYWAY WITH GROUT

2 ~ 12" Ø x 6" WELDED SHEAR STUD

℄ STUD INTERSECTION

WITH ℄ BAR

BAR 3 x 12 x 0'-6"

4 (1

SYMMETRIC ABOUT ℄ JOINT

FILL KEYWAY WITH GROUT

2 ~ 12" Ø x 5" WELDED

SHEAR STUD OR

#4 x 2'-0" MIN. REBAR

BAR 11

2 x 1 x 0'-4"

4 11

2 x 2 x 14 x 0'-6"

TYP.

EMBED PLATE ELEVATION

℄ GIRDER

1' -0

2'-0"

EMBED PLATE PLAN

℄ GIRDER

ELASTOMERIC

BEARING PAD, SEE

DETAILS ON SHEET 14.

GIRDER STRANDS, SEE

SHEET 16 FOR LOCATIONS

1'-0" 1'-0"11 2"

4" 1"

3" 3"

3" 11 2"

℄ BEARING

6" 6"

2" STEEL BEARING PLATE

WITH (24) 3 4" Ø x 4" HEADED

SHEAR STUD ANCHORS

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

GIRDER DETAILS

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

GIRDER NOTES:

1. PLAN LENGTH SHALL BE INCREASED AS NECESSARY TO

COMPENSATE FOR SHORTENING DUE TO PRESTRESS

AND SHRINKAGE.

2. ALL PRESTRESSED AND TEMPORARY STRANDS SHALL

BE 0.6" Ø AASHTO M203 GRADE 270 LOW

RELAXATION STRANDS, JACKED TO 202.5 KSI (43.94

KIPS PER STRAND).

3. ADJUST HOLE LOCATION VERTICALLY TO MISS

HARPED STRANDS. OMIT HOLES AND PLACE INSERTS

ON THE INTERIOR FACE OF EXTERIOR GIRDERS. PLACE

HOLES AND INSERTS PARALLEL TO DIAPHRAGM

CENTERLINE. INSERTS SHALL BE 1"Ø MEADOWBURKE

MX-3 HI-TENSILE, 1"Ø MEADOWBURKE FX-19

FERRULE INSERT, 1”Ø X 5½” WILLIAMS F22 OPEN

FERRULE INSERT, 1”Ø X 4Ð” DAYTON-SUPERIOR F-62

FLARED THIN SLAB FERRULE INSERT OR APPROVED

EQUAL.

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:1 1:

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G1 G2

G10

G13

G10

G11

BENDING DIAGRAM

(ALL DIMENSIONS ARE OUT TO OUT)

* 1 MAY BE SUBSTITUTED FOR 2 WITHIN ZONE 1.

** PAIRS OF BARS, OR AND BARS MAY BE USED

INTERCHANGEABLY AS BOTTOM FLANGE TIES.

1'-8"

2'-0"

1'-6 14"

1 8"

3'-0 3 8" 3"

R=2"

OR **

45°(TYP.)

45°

2'-0" 2'-0"

G7 G11

G1 G3 G7

G1 G4

G11

G12 E

TRANSVERSE REINFORCING AT SKEWED ENDS - PLAN

LENGTHS OF , AND VARY WITH SKEW.

ONLY TRANSVERSE REINFORCEMENT SHOWN.

ZONE 2

SPLAY AS SHOWN

NORMAL TO

℄ GIRDER

, , AND BARS

℄ GIRDER

ZONE 1 ~

PARALLEL TO END

END TYPE B BLOCKOUT

EXTEND , AND

THROUGH BLOCKOUT

END OF GIRDER

SECTION

STRANDS NOT SHOWN

G7G1

G11

E G12G3 E

G11

G7G1

G4 G12

G5 G4 G12 G8

℄ GIRDER

#5 (TYP.)

1" CLR.

#4 WITH

2'-0" MIN. SPLICE

HARPED STRANDS

REINFORCEMENT END ELEVATION

STRAIGHT AND TEMPORARY STRANDS NOT SHOWN FOR CLARITY

1 12" CLR. ZONE 3DIMENSIONS MEASURED

ALONG ℄ GIRDER

2 #5 & 2 #5

SEE GIRDER SCHEDULE FOR SPACING AND LENGTH OF ZONES

AND SPA. @ 1'-6" MAX.

2" C

LEVEL (TYP.)

1" CLR. (TYP.)

CONT. #4 (2'-0" MIN. SPLICE)

SLEEVE FOR CURB ANCHOR,

SEE CURB DETAILS ON SHEET 22.

ROTATE HOOK AS

REQUIRED TO GET

MINIMUM COVER (TYP.)

SEE TYPE B BLOCKOUT

DETAIL THIS SHEET

#6 AND #5

SPA. @ 6" MAX.

#4 WITH

2'-0" MIN. SPLICE

#6 WITH

2'-0" MIN. SPLICE

#5 (TYP.)

ZONE 4

CONT. #6

(2'-0" MIN. SPLICE)

ZONE 2ZONE 1

PROVIDE 11

2" COVER FOR

, , AND BARS

AT END OF GIRDER

#4 TOP & #4 BOT. SPA @ 1'-0" MAX.

1 A - B WF39DG 6'-6" 100'-1" B B 1'-0" 90 90 1'-0" 1'-0" 6.0 5.0 20 8 2'-3

8" 4" 7" 0 0 11

4" 27 8" 13

4" 1'-2" 31 2" 1'-9" 6" 12'-0" 9" 4'-6" 31

4" 3'-0" 3'-3" 3'-3" 40,000 KIP-IN/RAD 6'-0"

2 A - B WF39DG 6'-6" 100'-1" B B 1'-0" 90 90 1'-0" 1'-0" 6.0 5.0 20 8 2'-3

8" 4" 7" 0 0 11 4" 27

8" 13 4" 1'-2" 31

2" 1'-9" 6" 12'-0" 9" 4'-6" 31

4" 3'-0" 3'-3" 3'-3" 40,000 KIP-IN/RAD 6'-0"

GIRDER SCHEDULE

PLAN

LENGTH

(ALONG

GIRDER

GRADE)

(SEE GIRDER

NOTE 1)

GIRDER END DETAILS

MIN. CONC.

COMP.

STRENGTH

NUMBER OF

STRANDS

(SEE GIRDER NOTE 2)

LOCATION OF

C.G. STRANDS

STRAIGHT

STRANDS TO

EXTEND

MIDSPAN

VERTICAL

DEFLECTION

GIRDER SCHEDULE SHIPPING AND HANDLING DETAILS

ZONE 1

C (K

U N

ϴ1 P1ϴ2 P2 E F ℄ FO L L1 L2

Kϴ

MINIMUM

SHIPPING

SUPPORT

ROTATIONAL

SPRING

CONSTANT

WCC

MINIMUM

SHIPPING

SUPPORT

CNTR. TO CNTR.

WHEEL

SPACING

MAXIMUM

MIDSPAN

VERTICAL

DEFLECTION

AT SHIPPING

ZONE 2

ZONE 3

HSP

TOP

FLANGE

WIDTH

W Ld

ZONE 4

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

GIRDER DETAILS

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

GIRDER NOTES:

1. PLAN LENGTH SHALL BE INCREASED AS NECESSARY TO

COMPENSATE FOR SHORTENING DUE TO PRESTRESS AND

SHRINKAGE.

2. ALL PRESTRESSED AND TEMPORARY STRANDS SHALL BE 0.6" Ø

AASHTO M203 GRADE 270 LOW RELAXATION STRANDS, JACKED TO

202.5 KSI (43.94 KIPS PER STRAND).

3. STRUCTURAL STEEL SHAPES AND ASSEMBLIES SHALL BE ASTM A36.

THEY SHALL BE PAINTED WITH A PRIMER COAT IN ACCORDANCE

WITH STD. SPEC. 6-07.3(9). WELD TIES SHALL BE PAINTED WITH A

FIELD PRIMER COAT OF AN ORGANIC ZINC PAINT AFTER FIELD

WELDING.

REINFORCEMENT NOTES:

1. DEFORMED WELDED WIRE REINFORCEMENT MAY BE

SUBSTITUTED FOR MILD REINFORCEMENT IN ACCORDANCE WITH

STANDARD SPECIFICATION 6-02.3(25)A.

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ANCHOR DETAIL

ASTM A-307

1'-6"

2" MIN.

6" MAX. THREAD

FACE OF WEB

1" Ø BOLT (TYP.)

ELEVATION - END DIAPHRAGM

DIMENSIONS ARE ALONG ℄ DIAPHRAGM

SECTION - PIERS 1 & 3

ALL LONGITUDINAL DIMENSIONS ARE NORMAL TO PIER WALL

ELEVATION - INTERMEDIATE DIAPHRAGM

DIMENSIONS ARE ALONG DIAPHRAGM

SECTION - INTERMEDIATE DIAPHRAGM

TOP OF GIRDER

-0 " M

SEE "ANCHOR DETAIL"

THIS SHEET (TYP.)

6" Ø HOLE FOR PLACEMENT OF

DIAPHRAGM CONCRETE (TYP.) 6"

#4 STIRRUPS

SPA. @ 1'-0" MAX. (TYP.)

2 #4 BETWEEN

GIRDERS (TYP.)

2'-0"8"

℄ GIRDER℄ GIRDER

℄ DIAPHRAGM, NORMAL TO GRADE

TOP OF OVERLAY

#4 BETWEEN GIRDERS (TYP.)

#4 STIRRUP

2 #7

N2 N3

CLR.

TOP FLANGE SOFFIT

6" AT ℄GIRDER

8" (TYP.)

TOP OF OVERLAY

℄ DIAPHRAGM

℄ BEARING

TOP OF OVERLAY

TOP OF GIRDER

EDGE BEAM SOFFIT

END OF GIRDER

BEARING PAD

INTERSECTION OF ℄

DIAPHRAGM & ℄ BEARING

℄ DIAPHRAGM NORMAL

TO GIRDER BOTTOM

3" 1'

-0

21 2"

SEE SHEET 21 FOR

EXPANSION JOINT DETAILS

OPTIONAL FIELD BEND (TYP.)

℄ BEARING ℄ BEARING

℄ DIAPHRAGM ℄ DIAPHRAGM

SECTION - PIER 2

DIMENSIONS ARE ALONG ℄ DIAPHRAGM

INTERSECTION OF ℄

DIAPHRAGM & ℄ BEARING

BEARING PAD

SEE SHEET 21 FOR

EXPANSION JOINT DETAILS

TOP OF OVERLAY

TOP OF GIRDER

OPTIONAL FIELD BEND (TYP.)

℄ DIAPHRAGM NORMAL

TO GIRDER BOTTOM

3 #10 OR 3 #6

(3'-0" MIN. SPLICE WHEN REQUIRED)

2 #10 OR 2 #4

D6 D12

2" CLR. (TYP.)

ROTATE END

HOOKS AS

REQUIRED

EDGE BEAM AND END

DIAPHRAGM SOFFIT TO MATCH

BOTTOM EDGE OF GIRDER

D42 #10 OR 2 #4

1' -1

SEE "ANCHOR DETAIL" THIS SHEET

℄ GIRDER ℄ GIRDER

2'-0"

OR #4 STIRRUP

SPA. @ 1'-0" MAX. 6"

EDGE BEAM SOFFIT

SLEEVES FOR SEISMIC RESTRAINT.

SEE SHEET 20 FOR DETAILS.

1'-0"

SYMM. ABOUT ℄ PIER (EXCEPT GRADE)

6"6"

1'-0"

END OF GIRDER

EDGE BEAM SOFFIT

GRADE GRADE

#10D4

#10 (TYP.)

6" MIN. #4D9

#7D11

#4 STIRRUPD6

#4D10

#4 STIRRUPD12

#6 (TYP.)D8 E

3" 1'

-0

21 2"

N12 #7

D8 E

D10

D5 D11

D3 E

D9 D9

D1 #6E #4D2

D1 E

#4D7

#10

2 #10 OR

2 #7

2 #10 OR

2 #4

SEE SHEET 22 FOR

PRECAST CURB DETAILS

SEE SHEET 22 FOR

PRECAST CURB DETAILS

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

DIAPHRAGM DETAILS

P-111399

DATE APPROVEDBYREVISIONNO.

DRAWN BY:

CHECKED BY:

REVIEWED BY:

A. EDWARDS, P.E.

A. SCHILDMEYER, P.E., S.E.

B. NORTON, P.E.

ATE OF WASHINGTON

P R

F E S S I ONA L ENG I NE

E R

REG I STERED

36289

L IAM J . FRARE

DIAPHRAGM NOTES:

1. GIRDERS SHALL BE HELD RIGIDLY IN PLACE WHEN DIAPHRAGMS ARE PLACED.

2. IT MAY BE NECESSARY TO THREAD REINFORCING BARS THROUGH HOLES IN

GIRDERS PRIOR TO PLACING EXTERIOR GIRDERS.

3. LONGITUDINAL DIMENSIONS ARE NORMAL TO SKEW.

4. FOR CONCRETE PLACEMENT PROCEDURE SEE "FOUNDATION PLAN AND

CONSTRUCTION SEQUENCE" SHEET 9.

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P M

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PIER 1 & 3 PLAN

PIER 1 SHOWN, PIER 3 SIMILAR

℄ BEARING

℄ PIER 1 AND 3

R B

R A

BEARING PAD

TUBE STEEL

STEEL PLATE (TYP.)

DIAPHRAGM

BACKWALL

SECTION

TYPICAL BOTH PIERS

STEEL PLATE

ELASTOMERIC BEARING PAD

HSS 12 x 4 x 12 TUBE STEEL

USE ASTM A500 GR.C

WITH FY = 50 KSI

PROVIDE WELDED CAP

PLATES EACH END

2" Ø THREADED ROD

OPTIONAL THREADED COUPLERS FOR CONSTRUCTABILITY

℄ PIER AND BEARING

CENTROID OF

PRECAST GIRDER

1' -0

STEEL SCHEDULE 40 HOT-DIP GALVANIZED SLEEVES FOR THREADED ROD.

CONTRACTOR TO FIELD VERIFY SIZE REQUIRED FOR CONSTRUCTABILITY.

HEAVY HIGH STRENGTH NUT - STAKE

THREADS OR DOUBLE NUT AFTER

TIGHTENING TO PREVENT LOOSENING

SEE SHEET 11 FOR

REBAR DETAILS

SEE SHEET 21 FOR EXPANSION JOINT DETAILS

STEEL PLATE DETAILBEARING PAD DETAIL

1' -0

5'-0"

4" 4"

6" 6"

2" 2"

STEEL PLATE 12" x 8" x 1"

8" HOLE (TYP.)

℄ELASTOMERIC BEARING PAD TO MEET

SPECIFICATIONS ON BEARING DESIGN

TABLE ON SHEET 14 .

TUBE STEEL DETAIL

5'-0"

2" CAP

PLATE (TYP.)

( 18 )

SEAL

WELD

6" 24" 24" 6"

2" HOLE FOR THREADED RODS

PROVIDE OVERSIZED HOLES

ON FACE ADJACENT TO

BEARING PAD AND STANDARD

HOLES ON OPPOSITE FACE

SECTION

LOOKING BACK ON STATIONING

℄ PIER 1 AND 3

DIAPHRAGM

TUBE STEEL WITH ELASTOMERIC BEARING

PAD FACE MOUNTED TO DIAPHRAGM.

SEE BEARING PAD AND TUBE STEEL DETAILS

THIS SHEET.

Office of the County Engineer Tacoma Mall Plaza 2702 South 42nd Street, Suite 109 Tacoma, Washington 98409

An APWA Accredited Agency

SHEET

DATE

SEE COVER SHEET

WILLIAM J. FRARE, P.E.

FIELD ENGINEERING SECTION MANAGER

BRIDGE #PRT27195-E

FOOTHILLS TRAIL / SKI PARK (FORESTED DRAINAGE)

SEISMIC…

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File details come from the government source that posted it. Updated Aug 6, 2026.